1995-4158 G (Plans) ' s
NSI TE PRIVATE IMPROVEMENT PLANS FOR =
EL CA INO REAL CENTER
GARDEN VIEW ROAD r i
PROJECT SITE
IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
WORK TO BE DONE MOUNTAIN VISTA DRIVE
GENERAL NOTES \ z -
GRADING EROSION CONTROL
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I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD.:. U
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER
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STANDARDS OF- THE CITY OF ENCINITAS -,AND THE SAN DIEGO AREA REGIONAL OR UNDER HIS /HER DIRECTON. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARY ROHRER AT (714) 957 -2651. ENCINITAS BLVD.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFR:M SHALL BE APPROVED PLACEMENT AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. _ REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON 2. EQUIPMENT
AND FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL VICINITY MAP
THE COMPLETION OF GRADNG OPERATIONS HE /SHE SHALL STATE THAT TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
2: THE SOILS REPORT TITLED GEOT�CHNICAL INVESTIGATION FO .EL CAMINO REAL OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID No SCALE -
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RETAIL CENTER PREPARED BY ROBERT PRATER ASSOCIATES DATED JANUARY 1994 AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTION
OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
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CONSTRUCTED IN ACCORDAN WITH THE APPROVED GRADING PLANS AND THAT ALL RATION OF RESPONSIBLE CHAR GE
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE DECLA
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL I HEREBY DECLARE THAT 1 AM THE ENGINEER
OF WORK FOR THIS PROJECT, THAT
APPROVAL OF THE ENGINEERING INSPECTOR. a -
BE DONE- IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICA ti
TIONS 2. THE CONTRACTOR SHALL ROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE 1 Ld
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO WORKING HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
CONTAINED IN SAID 'REPORT: ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF DEFINED IN SECTION
6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE
SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED
PRODUCING RAINFALL. DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION WORK ON THE SITE AND ALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
OF
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET FRESHLY GRADED AREAS U NTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION 5.
THE CONTRACTOR SHALL . INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATION BY THE
RIGHT -OF - NAYS. SEPARATE APPROVALS AND PERMITS_ FOR THESE SHALL BE CONTROL MEASURES HAVE BEEN INSTALLED.
BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION CITY OF ENCINIT S !S CONFINED TO
A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ti
REQUIRED IN 'CONJUNCTION 'WITH IMPROVEMENT PLANS.
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ENGINEER
OF 0 MY ESP IBILITIES FOR PROJECT DESIGN.
4. WRITTEN PERMISSION SHALL BE OBTAINED - BY:
FOR ANY OFF -SITE GRADING. PLACED IN ACCORDANCE W TH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER ROFESSIp
_
AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY _ ��P R hq� Q
5. CONTRACTOR SHALL TAKE.' ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS ERIC K. ARMSTRONG, RCE 3608 , EXP 6/30/96
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED CREATE
A HAZARDOUS CONDITION. /
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO SOILS SHALL BE SCARIFIE TO A DEPTH OF 6" AND THEN COMPACTED TO A
DATE: Z �1 �� Li
`4 m Z_
(TRADING. MINIMUM OF 90 PERCENT (0 %). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 7. ALL EROSION CONTROL MEASURES PROVIDED
PER THE APPROVED GRADING PLAN o� No. RCE 36083
TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SHALL BE INCORPORATED HEREON.
* EXP. 6 -30 -96 * �
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK SPECIFICATIONS.
S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE �TgTF CIVIC �\
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WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. F CAL
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL
SOILS ENGINEER CERTIFICATE
7. THE CONTRACTOR SHALL DESIGN, ^ EACH WORKING DAY WHEN THE FIVE NSTRUCT AND 'MAINTAIN ALL SAFETY DEVICES,. AND
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE, .
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ROOTS AND OTHER WASTE MATTER EXPOSED�OR EXCAVATION OR EMBANKMENT SLOPES
FORTY PERCENT 140 %J. SILT AND OTH DAY RAIN PROBABILITY IN PLACE
FOREE CAST EXCEEDS
DEBRIS SHALL BE REMOVED AFTER EACH I, WILLIAM D. HESPELER THE END OF ,A REGISTERED CIVIL ENGINEER
IN THE STATE OF CALIFORNIA,
WHICH ARE LIABLE TO BEC LOOSENED SHALL BE REMOVED AND DISPOSED OF. RAINFALL. PRINCIPALLY DOING BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS, HEREBY
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH
THE SHOULD GERMINATION OF HYDROS CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN
(90%)
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS GRADING ORDINANCE. 10. SLOPES FAIL TO PROVIDE EFFECTIVE
THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 12121/93, 8
OF .5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED COVERAGE OF GRADED SLOPES 190%1 COVERAGE PRIOR. TO
NOVEMBER 15, THE 01118194. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY
- 5. ALL TREES, BRUSH, GRAS AND OTHER OBJECTIONABLE MATERIAL SHALL BE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN
ACCORDANCE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
HOLIDAYS. WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE
� COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR
CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED
STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE FILL SHALL BE SECURED F ROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO ADDITIONA
L NOTES
PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN THE DISPOSAL OF ANY SUCH MATERIAL. S.GNED.CATI.110
SIGNED:
ADVANCE BY CALLING (619) 633 -2770. L REFER TO ARCHITECTURAL SITE PLAN FOR SITE LAYOUT AND DIMENSIONS. WILLIAM
119 3
WILLIAM D. HESPEL R., -G.E. Z apfL ROBERT PRAYER ASSOCIATES
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED G.E. NO.: 396 �v' _ 10505
ROSELLE STREET
CONSTRUCTION SITE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO AND
PRIVATE SEWS EXP. DATE: 3/31/98 AND WATER NOTES 2. EXISTING TOPOGRAPHY INFORMATION IS BASED
ON AERIAL SURVEY FOR TPM 94 -191. h'�
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE PRODUCED BY EARTH GRAPHICS, DATED NOVEMBER 16, 1993
AND GRADING PLAN r
RI 19) 453 -5F�. SAN DIEGO, CA 92121
NO. 3955 -G. r
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY �, s
ALL WORK SHALL BE IN ACCOR ANCE TO THE LATEST EDITION OF THE UNIFORM PLUMBING � 3 � � � ,
°C Exp. S91/9a
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. CODE. 3. CONTRACTOR SHALL REFER TO SOILS REPORT OR CONTACT SOILS
ENGINEER FOR�j °FQ>rcNN�6P I
I INFORMATION REGARDING EARTHWORK SHRINKAGE, SUBSIDENCE, STRIPING, BUILDING
l. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR 9 Of CA1�Q��
OVER - EXCAVATION, ETC.
TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED
CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. LEGEND
4119 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE STANDARD LEGAL DESCRIPTION L=
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS TOP OF CURB ELEVATION .................. T.C. Q UANTITY ESTIMATE
F.L. BEING A PORTION OF THE NORT AN QU
BERNAR THE SOUTHEAST QUARTER OF SECTION 11,
STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL FLOW LINE ELEVATION . . . . . . . . . . . . . .
ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. FINISH SURFACE ELEVATION . TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN
BERNARDINO BASE AND MERIDIAN, IN THE CITY
F.S.
FINISH GRADE ELEVATION . . . . . . . . . . . . . . . F.G. ITEM /DESCRIPTION STANDARD UNIT QUANTITY OF
ENCINITAS, COUNTY OF SAN DIEGO, SKATE OF CALIFORNIA.
GRADE BREAK . . . . . . . . . . . . . . . . . . . . . . . . . ------- G.B.-- - - - - --
NOTIFICATIONS HIGH POINT . . . . . . . . . . . . . . . . . . . . . . . . . H.P. PAVING BASIS
OF BEARING
PIPE INVERT ELEVATION . . .. . . . . . . . . . . . . . . . INV. 3 112" A.C. (AUTO DRIVES, PARKING) N.A. S.F.
57,800
I. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES EXISTING GRADE . . . . . . . . . . . . . . . . (135.01 4"
(TRUCK AND FIRE) * N.A. S.F. 75,400
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO EXISTING GATE VALVE . . . . . . . . . . . . . . . . . ®
TYPE 'G -I' CURB PER S.D.R.S.D. G -I L.F. 2,700 THE BASIS OF BEARINGS IS THE CENTERLINE OF EL CAMINO REAL BETWEEN STATIONS
THE BEST OF OUR KNOWLEDGE (HERE ARE NO EXISTING UTILITIES EXCEPT AS EXISTING FIRE HYDRANT. . . . . . . . . . . . . . . . -j-
TYPE 'G -2' CURB 8 GUTTER r P L.F. 950 28 +49.60 AND 38 +84.95 PER THE COUNTY OF SAN DIEGO CONTROL.
SHOWN ON THESE PLANS, HOWEVER: STREET LIGHT. . . . . j � 4" PCC SIDEWALK PEAR ARCHCfECT6RE S.F. 12,000 I.E.
N 15 32' 16" W
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO FLOWLINE WITH DIRECTION 0 FLOW AND PERCENT 2.00% 3' WIDE CONCRETE
GUTTER PER S.D. G -12 S.F. 600
. �-- � -�- � 6 112" THICK REINFORCED CONCRETE PAD N.A. S.F. 470 REFERENCE DRAWINGS
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK PROPERTY LINE . . QI TYPE A PEDESTRIAN RAMP ER ARCHITECTURE
EA. 15
SITE. It IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING � � REMOVE EXISTING CONCRETE CURB N.A. L.F. 60 '
OWNEP-c OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR EXISTING R.O.W .. . . . . . . . . . . . . . . . . . . . . . . .
- - SAWCUT, 8 REMOVE EXIST. A.C. PAVEMENT N.A. S.F. 50 PREVIOUS ROUGH GRADING PLANS FOR 333 EL CAMINO REAL.
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PROPOSED R.O.W. . . - - DEEPENED FOOTING N.A. L.F. 70
COMMENCEMENT OF WORK: - - - RETAINING WALL SEC. 1, SHT. 2 S.F. 230 CITY OF ENCINITAS
TOP /TOE OF SLOPE. . . . . . . . . . . . . . . . GRADING PERMIT NO. 3955 G.I.
A. SEWERS .................... L. C. W.D. (619)753 -0155 6" TYPE 'G -I' CURB. . . . . . . . . . .S.D.R.S.D. G -1. . . . STORM
DRAIN GRADING PERMIT NO. 4119 G...
B. GAS 8 ELECTRIC ............ SOG 8 E 1800)422 -4133 6" TYPE 'G -2' CURB 8 GUTTER. . . .S.D.R.S.D. G -2, TYPE "A" CURB INLET
PER S.D.R.S.D. D -I EA. 2
MAP NO.: T.P.M. 94 -191
C. WATER ..................... D.M. W.D. (619)753 -6466 _
D. TELEPHONE .................PACIFIC BELL 1800)422 -4133 3: WIDE VALLEY GUTTER. .
y TYPE "B" CURB INLET PER S.D.R.S.D. D -2 EA. 2
DANIELS 1800)422 -4133 E "I" T BAS PER S.D.R.S.D. D -29 EA. I OWNER'S CERTIFICATE
E. CABLE TV ................. N.A. SIDEWALK , S.D.R.S.D. G -7 I 12 "x12" B AS 'DE K RAI
EA. 12 QI
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO 3" PVC ST RM DRAIN LIN SDR 35 L.F.
1 IWE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770. TYPE 'A' CURB INLET. S.D.R.S.D. D -I. 4" PVC STORM DRAIN LINE SDR
35 L.F. ;20 BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE
TYPE IBI CURB INLET. .. S.D.R.S.D. D-2 • - 8" PVC STORM DRAIN LINE SCH 40 L.F. 37 OF THE COMPACTION AND STABILITY
OF THE SITE.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PEDESTRIAN RAMP. . . . . . . S.D.R.S.D. 6.27 8 12"
PVC STORM DRAIN LINE SCH 35 L.F. 630 NAME: \ a I
PHONE: (6!9) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION 15" PVC STORM DRAIN LINE SCH 35 L.F. 305 �d�
- ``/� DATE:
"e. _ 7 !��
WILL BE SUBJECT TO REJECTION AND REMOVAL. TYPE "A" CLEANOUT . . . . . . . . . .S.D.R.S.O. D -9. ❑ 18" PVC STORM DRAIN LINE
SCH35 L.F. 70
12"X12" BROOKS BOX W/ TRAFFIC GRATE EA. 2 NAME. DATE:
EXISTING CONTOUR. . . . . . . . . . . . . . . 250 4" DIA, PERFORATED DRAIN PIPE L.F. 200
�
CLEANOUT EA. 3
EARTHWORK SHEET INDEX
FINISH CONTOUR . � 1 ALL G TTE C -14 L. .
L CUT 50 C. Y. RETAINING WALL (BY OTHERS . . . . . . . . . . . . . . SEWER
FILL 50 C. Y. RETAINING WALL (PER SEC. 1, SHT. 2)oR PERPLAN 8" PVC SEWER LATERAL N.A. L.F. 120 1.
TITLE SHEET
EXPORT 0 C.Y. _ - 6" PVC SEWER LATERAL N.A. L.F. 680 2. TYPICAL SECTIONS AND DETAILS
2. MAX. VERTICAL DEPTH OF CUT - 71 EXISTING STORM DRAIN . . . . . . . . . . . . . . . . . - - 4" PVC SEWER LATERAL
N.A. L.F. 210 3. PAVING, DRAINAGE, SEWER AND WATER PLAN
- - _ - -
MAX. VERTICAL DEPTH OF FILL = 0 PROPOSED STORM DRAIN ...... D.
.p.R ; S., D -60 R AND WATER PLAN
, - - - - -
PRIVATE SEWER LATERAL CLEANOUT PER S.D.R.S.D. S -3 EA. 11 4. PAVING, DRAINAGE, SEWER
3. AVERAGE DEPTH OF CUT 3.51 5. PAVING, DRAINAGE, SEWER AND WATER PLAN
AVERAGE DEPTH OF FILL = 0' TRUCK DRIVE PAVING SECT10 WATER
4. STEEPEST EXISTING NATURAL AUTO DRIVE /PARK PAVING SECTION . . . . . . 1 8" PVC WATER LINE (CLASS 1501 PER S.D.R.S.D
W -21 L.F. 160
SLOPE ON SITE 59.0% QI 30° SLOPED FA CE LANDSCA E WALL P•L
• • • • ' • ' ' ' ' 2" COPPER WATER SERVICE LINE L.F. 50
OWNER I'A 11
V. AND 2 WAY F.DC., EA. 2 U I LT
NOTE:I, EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND ARE DEEPENED FOOTING . ..
UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL QUANTITIES 4" DIA. PERFORATED DRAIN . . . . . . . . . . . . . . . . . _ -
_ _ _ _ - _ !t FINAL SECTION TO BE DETERMINED BY GEOLOGIST DURING CONSTRUCTION. HSP EL CAYINO SOUTH, INCORPORATED
MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR SWELLING FACTORS. q C/0 NOTTINGHAM ASSOCIATES, INCORPORATED;
MARY ROHRER, 17141 957 -2651
_ y -- ft
2. THE MAJORITY OF EARTHWORK WAS PERFORMED UNDER DWG. N0. 4119 -'G. 0-75 DITCH 2910 RED HILL AVENUE, SUITE 200
- � _ - -
1 HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS C44 GUTTER. - COSTA MESA, CALIFORNIA
92626
- 5 - U 1 - LT
WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE (714) 957 -2651
CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL P.I.V. 8 2 WAY F.D.C.. . . . : . LEI ;
WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK CONCRETE PAVING . . . . . . . . . . . . . . . . .
F 589 ., T i 7 Obe r l in hIl T' Su it e 209
ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. ENCINI FA RE PROTECTION DISTRICT SITE ADDRESS San Diego,
California 92121 a
SANDBAGS EL CAMINO REAL RET!11L CENTER 1 4 Phone (619) 554 -1500
{ZIG A 1JG ENGINF' { h T NG FAX 1 F.J 597 -0335
a
HSP EL CAMINO SOUTH, INCORPORATED y 4 333 EL CAMINO REAL vL 1. )
C/0 NOTTINGHAM ASSOCIATES,
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